Calculate pressure head of Kerosene of specific gravity 0.81 and carbon tetra chloride of specific gravity 1.6, if equivalent pressure head of water is 100 m.
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- 2. A 3,000 gallon tanker is carrying industrial alcohol (donaity-48 23 D. /h) finteBurton to the Selene Building. Find the weight (N) of the industrial alcohol if the tanker is67% full. (Round to nearest whole number)1) Find the difference in pressure between tanks A and B if d;=300mm, d2=150mm, d;-460mm, -Air da=200 mm and S.GHG =13.6 Yw=9.80 kN/m 45 Water -MercuryHYDRAULICS Support your answer with the appropriate solution and diagram. 3.Mercury makes an angle of 130 degrees when in contact with clean glass. What distance will mercury depress in a vertical 2 cm diameter glass? Use surface tension = 0.47 N/m. A. 0.500 mm B. -0.354 mm C. -0.543 mm D. -0.453 mm
- 3.4 Construct IPR of two wells in an unsaturated oir reservoir using generalized Vogel's equation. The fol- lowing data are given: Reservoir pressure, p = 5,500 psia Bubble point pressure, p, 3,500 psia Tested flowing bottom-hole pressure in Well A, Pwf1 = 4,000 psia Tested production rate from Well A, q1 = 400 stb/day Tested flowing bottom-hole pressure in Well B, Pwf1 = 2,000 psia Tested q1 = 1,000 stb/day %3| production rate from Well В,26. In fig. below, fluid A is water (p = 62.1 lh/ft3) while fluid B is oil (S.G. 0.80), g = 32.2 fps? and z = 14 in. Compute the pressure difference between X and Y if the specific gravity is relative to 62.4 lbm/ft3 water. !3! Fluid BA U-tube differential manometer connects two pressure pipes A and B. Pipe A contains carbon tetrachloride having specific gravity 1.594 under a pressure of 11.772 kPa and pipe B contains oil of sp. gr. 0.8 under a pressure of 11.772 kPa. The pipe lies 2.5 m above pipe B. Find the difference of pressure measured by mercury as fluid filling U-tube. a. 31.36 cm of mercury b. 25.11 cm of mercury c. 64.74 cm of mercury d. 13.62 cm of mercury
- 2.) An open tank contains 5.8 m of water covered with 3.2 m of kerosene (y = 8). %3D Find the pressure (kPa) at the interface and at the bottom of the tank.1. A building is 512 m high. What must be the minimum water pressure (psi) in a pipe at ground level to get water up to a restaurant on the top floor. Neglect friction loss in pipe. 2. The pressure of a gas supports 2.75 ft of Mercury. Calculate the height of water column (in meters) which the gas pressure will support. 3.A water tank of cross-sectional area 2.5 m2 and height 120 in contains 1500 (US) gallons of water. If the density of water is 1000 kg/m3, calculate the force on the base of the tank.3. What is the volume change in cm of a hydraulic oil when subjected to a pressure of magnitude 6 MPa? The original volume of the oil is 1500 cm3 and its bulk modulus of elasticity is 2.1x10 PA. Select one: a. DVol=-7.14 cm3. b. DVol=-8.57 cm3. c. DVol=-4.29 cm3. O d. DVol=-2.49 cm3. e. DVol=-5.71 cm3.
- 1. Two pipes A & B caries an oil of specific gravities 0.9 & 1.2 respectively. The center of the pipe A is 75 cm above the pipe B. The height of oil in right limb is 35 cm. Also, the mercury level difference is found in right limb as 60 cm. Find the pressure difference between these two pipes in kPa. Also find the pressure equivalent in water head in mm. A. The difference of pressure between two pipes (PA-Pa) (Unit is in kPa) = B. Equivalent to Water head in mm =. Ooredoo 9:02 PM moodle.nct.edu.om - Private OIL A differential manometer is connected at the two points A and B as shown. At B air pressure is 9.82 N/cm2 (abs), find the absolute pressure at A using the following data. - Specific Gravity of oil as 0.81; - Distance, C = 24 cm; - Distance, D = 107 mm; Distance, E = 0.78 m. X B AAAA! Solution: i) Air Pressure at B (in Pa) = AIR WATER TO WAK 66% E MERCURY Sp. gr. = 13.6[Hint: Pressure in the pipe B is more than that in pipe A.] An inverted differential manometer containing an oil of sp. gr. 0.8 is connected to find the difference Water- -Oil of sp. gr. 0.8 3.5 m B T A 300 B Fig. 2.31. Fig. 2.32. of pressure at two points of a pipe containing water as shown in Fig. 2.32. Find the difference of pressures, if the manometer reading be 300 mm.